| 昆明柴石滩水库溢洪道高边坡加固处理 |
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| 引用本文： | 龚振文,张洪海,尹亚敏,陈丽红,刘浩林. 昆明柴石滩水库溢洪道高边坡加固处理[J]. 云南农业大学学报(自然科学版), 2000, 15(2): 146-150 |
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| 作者姓名： | 龚振文 张洪海 尹亚敏 陈丽红 刘浩林 |
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| 作者单位： | 云南农业大学工程技术学院,昆明 |
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| 摘 要： | 昆明柴石滩水库溢洪道是该水库的唯一泄洪设施，溢洪道高边坡的稳定，直接影响工程的施工进度和安全运行。该高边坡岩石组成复杂，岩体风化破碎，山高坡陡，造成边坡不稳定。为经济合理、安全有效地治理该高边坡，经分析研究，多方案比选，采用了削坡减载，加抗滑桩及坡面空心注浆锚杆系统加固等措施的综合治理方案。
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| 关 键 词： | 柴石滩水库 高边坡 抗滑桩 空心注浆锚杆 综合治理 |
| 收稿时间： | 1999-10-02 |
Analyses of Fasten Treatment in Kunming Chaishitang Reservoir Overflow Spillway High Slope |
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| Gong Zhenwen,Zhang Honghai,Yin Yamin,Chen Lihong,Liu Haolin. Analyses of Fasten Treatment in Kunming Chaishitang Reservoir Overflow Spillway High Slope[J]. Journal of Yunnan Agricultural University, 2000, 15(2): 146-150 |
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| Authors: | Gong Zhenwen Zhang Honghai Yin Yamin Chen Lihong Liu Haolin |
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| Affiliation: | (1. Faculty of Engineering and Technology,Y A U,Kunming 650201;2. Water Conservancy and Hydroelectric Power Investigation and Design Institute of Yunnan, Kunming 650021) |
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| Abstract: | The overflow spillway is the sole overflowing facilities from Caishitang reservoir. The stability of the high slope at this overflow spillway directly influences both the constructing progress and safety operation of the overflowing facilities.With weathered rock mass and highly precipitous declivity, the complicated composition in the high slope make the slope unsteady. In order to renovat the high slope safely, efficiently, rationally and budgetconsiously, we accepted the comprehensilve renovat scheme of oversteepening:(1)reducing the slope to decrease load;(2)piling against sliding;(3)slope hollow grouting bolt. |
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| Keywords: | Caihshitang reservoir High slope Pile against sliding Hollow grouting bolt Comprehensilve renovat |
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